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Haugo GeoTechnical Services BORING NUMBER SB-1 1 <br />H AU G O 2825 Cedar Ave South PAGE 1 OF 1 <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT City of Ramsey PROJECT NAME IP 22-06 Wood Pond Hills 2nd-5th Reconstruction <br />PROJECT NUMBER 21-0834 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/14/21 COMPLETED 9/14/21 GROUND ELEVATION 879.9 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 120 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Not Encountered <br />LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- Not Encountered <br />NOTES 28+50 Iodine Street AFTER DRILLING --- Not Encountered <br />p DEPTH <br />Q (ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUE A <br />20 40 60 80 <br />DESCRIPTION <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />Approximately 3.75 Inches of Bituminous Asphalt <br />• • <br />Approximately 6 Inches of Possible Aggregate Base <br />P-200 = 6% <br />AU <br />2.5 <br />- <br />- <br />78 <br />- _ <br />Approximately 2 Inches of Silty Sand, black, moist. (Buried <br />Topsoil) <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />2.5 <br />:' <br />brown, moist, very loose to medium dense. (Alluvium) <br />_ <br />SS <br />79 <br />4-7-8 <br />(15) <br />: � •: • <br />5.0 <br />- -' <br />SS <br />80 <br />3-4-4 <br />(8) <br />7.5 <br />SS <br />81 <br />1-2-1 <br />(3) <br />A <br />10.0 <br />..• <br />_ <br />SS <br />82 <br />2-4-4 <br />(8) <br />12.5 <br />:. <br />SS <br />83 <br />2-13-13 <br />(26) <br />: <br />_ <br />SS <br />84 <br />3-4-5 <br />(9) <br />Bottom of borehole at 14.5 feet. <br />